RPL (13-0417) (Detail Plan)•• •... ��•�.
.
i i
TO 8' CMU SITE WALLS
DLSIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =ISO PCF
3. GROUT STRENGTH = 2000 PSI @ 28 a4 YS.
4. REINFORCING STEQ : GRADE 60.
S. 1500 PSI M450MY COMPREMON STRENGTH.
CITY OF LA
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1 FOR CONSTRUCTION OF °F CA``f
DATE Il '[*'-/ BY.
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES.,
STEEL
1. CONCRETE BLOCK SHALL CONFORM • TO A57M C 90.
Y DROP-IN BAR
2• CONCRETE FOR M077N' SMALL BE 1 PART CEMENT TO 2-1/2
ty
PAR 75 SND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SA, CK PORTLAND CEMENT SHALL CONFORM
O
TO ASTM C ISO TYPE JT/V. Fc a 2500 PST
06 STD JOINT
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
2
ti
REfMngCEMENT 24" O/C
ASTM A 615 GRADE 60. PROWD£ 46 RAR DIAMETER LAP.
(3 PLACES: 4'S FOR 7
WALLS). # #S STD.
4. REHAR SMALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
FOR R 51lbMP BLOOCCSE K
WNIOH IT IS LOCATEV.
NOTE.* PROVIDE 04 DOWEL 8
S. CONCRETE BLOCK SMALL BE LAVED IN A RUNNING BOND
I4 DROP-IN 84R AT EAQ1
57DE OF CONTROL JOINTS,
PATTERN WITH VER77CAL CONTINUITY OF THE CELLS UNO.
c
ENDS OF WALLS AND P WALL
6. ALL BLOCK CELLS CONTAINLNG VERTICAL RE84R SHALL BE SOLID
Q
HEIGHT O"N ES
GROUTED.
Op
p
7. LOSE TYPE S MORTAR PROPORT7O ED LLSINGA57M C 270 PART
1�
CEM ENT TO 1/2 PART LIME TO 4-1/1 PARTS a4W, LOCtSE SAW
�C'l90WFL � CENTER Of
.
ip
CMU•
LL GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
-
CE7MLM TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PTEA G94 VEL IF WEATHER CONDMOAS ARE FA VORABLE AND BLOCK
TR100STRUC7ID CHL 572E IS SUFFICIENT TO ALLOW GOOD GROUT
R.OW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
W!7HO /T QTiRECA7101V OF THE CONSITUeas.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE F00T7NG WHILE
SEE CHART
THE CoNmm is PLASTID BLOCK SIHM MAY BE PLACE TO
L7THER EDGE OF THE TRENCH TYPE F0077W
Q
I F007TNG MUST BE POURED oN OR INTO UNDISTURBED
NATURAL WIL OR ON CI?IMP4C7EV FILL WITH A MINIMUM
2
COWACRON OF 90 96.
11. FIRST I NWEL77ON TO BE AFTER F007ING TRENCHES ARE
READY RIR MWAFTE AND ALL REQUIRED STEEL IS 77ED IN PLACE.
SECOND INSPECTION 70 BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT
12. WXM W CONTROL JOINT SPACING: 40'0VG 20' O/C FOR
a
04 HORZ. CONT.
WALLS TO BE MORTAR WASHED OR STUCCO C04 TED.
to
S TO DAYLIGHT
MIN. FOOTING DEPTH FOR 5' 7th DAYLIGHT
WALL p WALLwALt 0
.�—
CONT.
SLOPE
TDP L FT. SEMACK. 2FT. SETBACK
2 TO 1
2-6" 2'-0•
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
3 TO 1
r o" — — of E S
N4.
S"\
QC
CITY OF LA
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CITY 1 OF 4.A QUIE VT � ~ , C51925 � a
QUIE�,71]1TA L xr ,2_s,_2a,z
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P
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1 FOR CONSTRUCTION OF °F CA``f
DATE Il '[*'-/ BY.
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
#4@ 40" 0/C '-9"
#4 @ 40" 0/C
6'-0"
2'-0"
JD+I
U U
36. O/C - IB' CMU
36• orc • 1e• cL1U
W
M W6'-8'
#4@ 40' 0/C
#4 @ 40" 0/C
2'-2"
ID+I'-9"
0
36' O/C - IB' CMU
36.0/C - IB• CMU
0
Z UJ
Lu
CL
2 (�
#4@ 32" 0/C
#4 @ 32' 0/C
CL7'-4'
2'-4'
jD+I'-9"
27'0/C -'U!' cMU
27• 01C - .6• CMU
E N
Lo
°O
#4@ 24" 0/C D+I'-9'
#4 @ 24" 0/C
e• -Q"
2'-6"
I
I6. O/C - 16' CMU
36• o/C - IB' CMU
MR SIMARD RETMV WALLS W i RE
DOWM4 ESWALE OCaAtE; AI/2&DOC
N yurrOIIT•SWALEGRACIEPROMOS
04 DOWEL AND 01 DROP -W BUR ON E4C7l
MDE OF THE I/2 &OOY 00MV - AS
SHOr9M
. 0 64CN SLOE OF
7 W/ 04 DROPLIN BUR
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FOOTING STEP DETAIL
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